CO APPROACH ROAD NATURE PARK JOT

Amount

Construction of PCC B/wall at RD 0/0 to 0/030

Cutting in earth work in hilly area by mechanical means including trimming of side slopes and disposing of excavated earth with a lift upto 1.50 m ( one and half metre) and a lead upto 20m ( Twenty metre) as per drawing and technical specifications clause 1603.1.0

Earthwork in excavation for foundation of structures upto 30 depth as per drawing and technical specifications clause 1104 including setting out, construction of shorting and bracing, removal of slumps and other delterious matter, dressing of sides and bottom and backfilling with approval material.

Providing and laying cement concrete 1:5:10 ( one cement is to five sand is to ten coarse graded aggregate forty millimetre nominal size) and curing complete including the cost of farmwork for plain/reinforced concrete in retaining walls, Breast walls, as per drawing and HPPWD technical specifications.

Providing weapholes in breack masnory /stone masnory/plain reinforced concrete abutment, wing wall, return wall all with 100mm ( One hundred millimetre) diametre PVC pipe extending through the ful with of the structures with slope of 1 (V) : 20(H) towards drawing face complete as per drawing and technical dspecification clauses 614,709,1204 and 3.7.

Construction of PCC R/Wall at RD 0/520 to 0/540 & 0/560 to 0/580

Earthwrok in excavation in all kind of soils for structures as per drawing and technical specifications clause 1104 including setting out, construction of shoring and bracing, removal of slumps and other deleterious material and disposla upto all leads including dressing of sides and bottom and backfilling in trenches with excavated suitable material within all leads and lifts as per the direction of the Engineer in charge nad otehr incidentials.

Providing and laying plain cement concreate 1:5:10 ( One cement is to five sand is to ten graded stone aggregate forty millimetre nominal size ) in open foundation complete as per drawing and HPPWD technical specifications clause 802,803 and 1202 as per the direction of the Engineer in charge including carriage of materials within all leads and lifts and other incidentials.

Backfilling with granular material behind abutment, wing wall and return wall complete as per drawings and MORD technical specifications clause 1204.3.8

Providing weapholes in brick masonry/stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100mm ( one hundred millimetre) diametre PVC pipe extending through the ful with of the structures with slop of 1 (V) :20 (H) towards drawing face complete as per drawing and HPPWD technical specifications clauses 614,709,1204,3.7

Rumal Singh

Pawan Kumar Govt Contractor

Ramesh Kumar

Vijay Kumar

Asavari Mahajan

LABH SINGH

Divya Prasad